SAFETY FORMAT FOR NON-LINEAR ANALYSIS IN THE MODEL CODE - VERIFICATION OF RELIABILITY LEVEL

被引：0

作者：

Sykora, Miroslav ^{[1
]}

Holicky, Milan ^{[1
]}

机构：

[1] Czech Tech Univ, Klokner Inst, Solinova 7, Prague 16608, Czech Republic

来源：

FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2 | 2011年

关键词：

fib Model Code; Global resistance factor; Probabilistic methods; Design value;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Probabilistic methods are applied to verify global resistance factors based on safety formats provided in the new fib Model Code - global safety factor method and the Method of Estimate of Coefficient of Variation of resistance (ECOV). The new format proposed by Schlune (2011) is also discussed. Numerical examples reveal that the global resistance factor may be well assessed using the method ECOV or the new safety format. When the reduced value of concrete strength is applied, the recommended value of the global resistance factor 1.2 is mostly conservative. The model uncertainty factor 1.06 recommended in the Model Code is rather low and should be increased.

引用

页码：91 / 94

页数：4

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